Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines-Reference-Cited by-同舟云学术

Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines

Published:2002-04 Issue:4 Volume:128 Page:526-533
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Cornell C. Allin¹,Jalayer Fatemeh²,Hamburger Ronald O.³,Foutch Douglas A.⁴

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305-4020.

2. Graduate Student, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305-4020.

3. SE, Chief Structural Engineer, ABS Consulting, 1111 Broadway, 10th Floor, Oakland, CA 94607.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois, Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282002%29128%3A4%28526%29

Reference15 articles.

1. AISC. (1994). Manual of steel construction load and resistance factor design 2nd Ed. Chicago.

2. Benjamin J. R. and Cornell C. A. (1970). Probability statistics and decision for civil engineers McGraw-Hill New York.

3. DOE. (1994). “Natural phenomena hazards design and evaluation criteria for Department of Energy facilities.” DOE-STD-1020-94 Washington D.C.

4. Federal Emergency Management Agency (FEMA). (2000). “Recommended seismic design criteria for new steel moment-frame buildings.” Rep. No. FEMA-350 SAC Joint Venture Washington D.C.

5. Jalayer F. and Cornell A. (1998). “Development of a probability-based demand and capacity factor design seismic format.” Internal Technical Memo Dept. of Civil and Environmental Engineering Stanford Univ. Stanford Calif.

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